HomeMy WebLinkAbout07.1 Water & Sewer Design Report KAGY CROSSROADS SUBDIVISION – WATER AND SEWER
DESIGN REPORT
January 22
#210228 1
TABLE OF CONTENTS
1) Executive Summary .................................................................................................................2
2) General Information (DEQ 1.1.1)...........................................................................................2
3) Extent of Water Works System (DEQ 1.1.2) .........................................................................2
4) Alternate Plans (DEQ 1.1.3) ....................................................................................................2
5) Site Conditions (DEQ 1.1.4) ....................................................................................................3
6) Water Use Data (DEQ 1.1.5) ...................................................................................................3
7) Flow Requirements (DEQ 1.1.6) .............................................................................................3
8) Sources of Water Supply (DEQ 1.1.7) ....................................................................................3
9) Proposed Treatment Processes (DEQ 1.1.8) ..........................................................................3
10) Sewage System Available (DEQ 1.1.9) ...................................................................................3
11) Waste Disposal (DEQ 1.1.10) ..................................................................................................3
12) Automation (DEQ 1.1.11) ........................................................................................................3
13) Project Sites (DEQ 1.1.12) .......................................................................................................3
14) Financing (DEQ 1.1.13) ...........................................................................................................3
15) Future Extensions (DEQ 1.1.14) .............................................................................................3
16) DEQ Circular 1 Chapter 8 ......................................................................................................5
17) DEQ Circular 2 Chapter 30 ....................................................................................................7
APPENDICES
Appendix A: Location Map
Appendix B: Water CAD Model Results
KAGY CROSSROADS SUBDIVISION – WATER AND SEWER
DESIGN REPORT
January 22
#210228 2
1) Executive Summary
This report provides a basis for the design of the water distribution and sanitary sewer collection systems serving
Lot 1A-1, Minor Subdivision No. 503-B. The water and sanitary sewer systems serving the University Crossing
development will be designed and installed in accordance with the Montana Department of Environmental Quality
(MDEQ) Circular No. 1; Montana Public Works Standard Specifications (MPWSS); The City of Bozeman
Modifications to MPWSS; City of Bozeman Water Facility Plan; and the City of Bozeman Fire Service Line Standard.
The design report is to verify that there is adequate volume and pressure to supply domestic and fire service for
the development proposed on Lot 1A-1, Minor Subdivision No. 503-B. The following design report follows the section
numbering of Circular DEQ-1-Standards for Water Works, August 8, 2014 Section 1.1, Engineer’s Report. The design
report is also intended to provide an analysis of the on-site sanitary sewer collection system and verify adequate
capacity of the proposed improvements. The off-site sanitary sewer system will be analyzed by the City of Bozeman
to ensure adequate capacity within the existing system.
2) General Information (DEQ 1.1.1)
a) The University Crossing development is a proposed residential development consisting of two buildings and
a total of 59 dwelling units located on a 1.9021 Acre parcel in the City of Bozeman. The project is located
south of Kagy Boulevard and West of 19th Avenue. This report is designed to accompany the proposed water
and sanitary sewer main extensions required to serve the project. The proposed 8” water main loop will
connect at two locations to an existing water main located within an existing public utility and access
easement. An internal fire hydrant is proposed with the main extension. The proposed sanitary sewer main
will connect to the existing sanitary sewer main within the existing public utility and access easement.
b) The proposed water and sewer main extensions service infrastructure will be served by the City of Bozeman.
c) Project Developer:
19th Capital Group, LLC
19 Lariat Loop,
Bozeman, MT 59718
d) System Owner
City of Bozeman
PO Box 1230
Bozeman, MT 59771-1230
3) Extent of Water Works System (DEQ 1.1.2)
a) The proposed water main system is designed to serve the Lot 1A-1 and the two proposed buildings associated
with the site development. The existing water system currently serves the two adjacent lots to the east. The
proposed sanitary sewer main extension will collect sewage from the two proposed building. Sanitary sewer
flow will be conveyed north to Kagy Boulevard and the City of Bozeman system.
b) The existing water main system extends within Kagy Boulevard and can serve additional development to the
west. The existing water main within the public access and utility easement extends south to the adjacent
KAGY CROSSROADS SUBDIVISION – WATER AND SEWER
DESIGN REPORT
January 22
#210228 3
property to the south to serve future development there. No provisions are being made with the proposed
extensions for future development.
c) No appraisal of future requirements for service are included with this report or the proposed extensions. The
City of Bozeman commissioned a Water Facility Plan updated in 2017 that outlines the water system
requirements for future development.
4) Alternate Plans (DEQ 1.1.3)
a) Not applicable for this report.
Site Conditions (1.1.4)
a) The subject property is relatively flat with no significant topographical or geological features other than an
irrigation ditch that runs from south to north along the western edge of the subject property. A geotechnical
investigation was performed in 2021 by C&H Engineering and Surveying, Inc. This report indicates Poorly
Graded Gravel with Sand and Cobles existing greater than 3.5 feet below ground surface. The proposed water
main extensions will have adequate support given these on-site soil conditions.
b) No existing foundations exist on site.
c) Groundwater monitoring was performed on this site in 2021. During the seasonal high, groundwater levels
were approximately 4.7 feet below ground surface. Groundwater flow is from south to north.
2) Water Use Data (1.1.5)
a-e) The 2017 Water Facility Plan Update for the City of Bozeman outlines the water use data requirements of
this section.
3) Flow Requirements (1.1.6)
a) A hydraulic analysis was performed using WaterCAD Version 10.03.05.05 for the proposed water main
extensions. The connection to the existing City of Bozeman water system is modeled as a pump with the
characteristics matching the pressure and existing hydrant flow data from the intersection of Stockman Way
and Kagy Boulevard provided by the City of Bozeman. Flow demands are based on the City of Bozeman
Design Standards and Specifications Policy (DSSP) dated May 2017 and the 2017 Water Facility Plan Update
for the City of Bozeman. The demand assumes 170 gallons per capita per day, 2.17 person per dwelling unit
and minimum fire hydrant flow of 1,500 gallons per minute. A junction map showing the proposed system
layout and The WaterCAD results are included in Appendix B.
KAGY CROSSROADS SUBDIVISION – WATER AND SEWER
DESIGN REPORT
January 22
#210228 4
Average Daily Residential Usage = 170 gallons per capita per day
Average Population Density = 2.17 persons/dwelling unit
Minimum Fire Hydrant Flow = 1,500 gpm
Residual Pressure Required = 20 psi for Fire Flow
Average Day Demand (Peaking Factor = 1.0)
Maximum Day Demand (Peaking Factor = 2.3)
Peak Hour Demand (Peaking Factor = 3.0)
Water Demands (59 dwelling units)
Average Day Demand = 59 d.u. x 2.17 persons/d.u. x 170 gpcpd = 21,765 gpd = 15.11 gpm
Maximum Day Demand = 15.11 gpm x 2.3 = 34.75 gpm
Peak Hour Demand = 15.11 gpm x 3.0 = 45.33 gpm
4) Sources of Water Supply (1.1.7)
a) Water is supplied from City of Bozeman. No additional water source development is proposed with this
project.
5) Proposed Treatment Processes (1.1.8)
a) Non-Applicable
6) Sewage System Available (1.1.9)
a) The existing sanitary sewer mains and those proposed with this development project will serve the lot. No
significant sewage system components are located near the project. Projected sanitary sewer flows are
provided in this report. The City of Bozeman will analyze the project for downstream sewer capacity.
7) Waste Disposal (1.1.10)
a) No additional waste disposal or water treatment proposed with this project.
8) Automation (1.1.11)
a) No automation proposed with this project.
9) Project Sites (1.1.12)
a) The project site does not have any proposed water treatment, main extensions are for the use of private
development.
b) There are no residences industries or other establishments that will pollute or be impacted by the project.
10) Financing (1.1.13)
a) This project is privately funded.
11) Future Extensions (1.1.14)
a) No future extension is proposed for this project.
KAGY CROSSROADS SUBDIVISION – WATER AND SEWER
DESIGN REPORT
January 22
#210228 5
12) DEQ CIRCULAR 1 - CHAPTER 8 – TRANSIMISSION MAINS, DISTRIBUTION
SYSTEMS, PIPING AND APPURTENANCES
8.0 General
The proposed hydrants and hydrant lead pipes are sized to provide appropriate fire flows at adequate system
pressures. Gate valves on the proposed tapping tees and at the base of the hydrant will provide adequate valving
for isolation of the hydrants.
8.1 Materials
All materials will conform to the latest standards from AWWA and ANSI/NSF, and as outlined in the most
recent versions of the Montana Public Works Standards and Specifications and the City of Bozeman
Modifications to the MPWSS. No used materials a proposed with the project. No slip lining is proposed with
the project. Jointing material is also to meet the above standards. As noted on the construction plans, pipe and
pipe fittings shall not contain more than 0.25 percent lead.
8.2 Water Main Design
A hydraulic analysis of the proposed hydrants is included in Appendix B of this design report. The analysis was
performed using WaterCAD 10.03.04.05. The City of Bozeman provided hydrant flow data for two existing fire
hydrants location near the subject property. This flow data was acquired from the City’s water distribution
model due to drought and water use restrictions for flow testing hydrants. The existing hydrants were modeled
as pumps connected a theorical reservoir at the same elevation as the pumps to model the connection to the City
of Bozeman’s water supply system. Fire flow requirement were then applied to the proposed hydrants in
accordance with Section 8.2.3 – DEQ Circular 1. The model indicates adequate pressure in accordance with
Section 8.2.1 – DEQ Circular 1. The existing system and proposed fire hydrant lead pipes are designed with
diameters meeting or exceeding the requirements of Section 8.2.2 – DEQ Circular 1.
8.3 Valves
The proposed hydrants valves and tapping tees valves will allow for sufficient isolation of the system
components. The proposed hydrants can be services without shutoff to system customers.
8.4 Hydrants
The proposed hydrant locations have been approved and meet the fire code adopted by the State of Montana.
The proposed hydrants valves, nozzles and lead pipes meet the requirements out lined by this section of DEQ
Circular 1. The hydrant drains will not be connected to proposed sanitary sewer or storm drains and will drain
directly to washed gravel backfill.
As with many areas within the City of Bozeman, the project is located in area known for seasonal high
groundwater. The proposed dry barrel hydrant will be installed with the manufacture’s installed weep hole,
designed to drain to washed gravel per the Montana Public Works Standards and Specifications and the City of
Bozeman Modifications to MPWSS. Seasonally high groundwater is not anticipated to negatively effect the
drainage of the hydrant or provide a point of system contamination.
KAGY CROSSROADS SUBDIVISION – WATER AND SEWER
DESIGN REPORT
January 22
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8.5 Air Relief, Vacuum Relief, and Combination Air/Vacuum Relief Valves
No such valves are proposed with this project.
8.6 Valve, Meter and Blow-off Chambers
No such chambers are proposed with this project.
8.7 Installation of Mains
The project will be installed per the most recent versions of the Montana Public Works Standards and
Specifications, the City of Bozeman Modifications to the MPWSS and the City of Bozeman Design Standards
and Specifications. Based on these standards the project will meet the requirements of Section 8.7 – DEQ
Circular 1 for pipe bedding, cover, blocking, pressure and leakage testing, disinfection, external corrosion and
separation from other utilities. No fusible pipe is proposed with this project
8.8 Separation of Water Mains, Sanitary Sewer, and Storm Sewers
The proposed water main and fire hydrant lead pipes meet the requirements of Section 8.8 – DEQ Circular 1.
Minimum separation from Sanitary Sewer, Storm Sewer, other Water Mains, other utilities and other sources of
contamination will be maintained.
8.9 Surface Water Crossings
No surface water crossings are proposed.
8.10 Cross-Connections and Interconnections
There is no potential for cross-connections or interconnections with this project.
8.11 Water Service Connections
No water service connections will be made to the hydrant lead pipes. Fire and water service connections are
proposed to serve the two apartment complexes
8.12 Service Meters
Each proposed building will have service meters installed.
8.13 Water Loading Stations
No water loading stations are proposed with this project.
8.14 Water Main Abandonment
No water mains are to be abandoned with this project.
8.15 Temporary Water Distribution
No temporary water distribution is planned with this project.
KAGY CROSSROADS SUBDIVISION – WATER AND SEWER
DESIGN REPORT
January 22
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13) DEQ CIRCULAR 2 - CHAPTER 30 – DESIGN OF SEWERS
31.0 Separation of Clear Water
No rain water or foundation drain water is designed to be discharged into the municipal wastewater sewers.
32.0 Design Capacity and Design Flow
Sanitary Sewer Configuration
The proposed project consists of 59 dwelling units that will be serviced by two 4” sanitary sewer services. The
proposed 4” sewer services will convey sewer flow to a proposed 8” sanitary sewer main that serves the project.
This 8” sanitary sewer main will be connected to the existing 8” sanitary sewer main with a proposed cut-in
manhole located in the public access and utility easement that extends south from Kagy Boulevard. The City of
Bozeman has verified adequate downstream sewer capacity for the project.
The Peak Flow rate for the sanitary sewer flows generated by the project were calculated using the City of
Bozeman’s generations rate of 65 gallons per capita per day (GPCD) and the population of 2.17 people per
dwelling unit. These values were multiplied by a peaking factor as calculated by the Harmon Formula.
Calculations are for the peak sanitary sewer flow estimates are included below in Table 32.0-1.
University Crossings Site Plan, Lot 1A-1, Minor Subd. NO. 503_,
(210228) Peak Sewer Calculations
no. of dwelling units 59 d.u.
persons per dwelling unit 2.17 persons
residential population 128 persons
peaking factor* 4.21
residential wastewater generation
rate 64.4 gal per person per day
Groundwater Infiltration Rate 150 gallons per day per acre
Area of Lot 1A 1.57 acres
Total Peak Wastewater Flow Rate 24.3 gpm
Total Peak Wastewater Flow Rate 1458 gallons per hour
*Calculated per Harmon Formula
Table 32.0-1 – Peak Sanitary Sewer Flow Estimate
Conservatively, this flow rate has been applied to the 8” PVC Sanitary sewer main. The capacity of the main
was analyzed using Manning’s equation for open channel flow. The 8” PVC pipe was assumed to have
minimum slope and maximum capacity of 75% of the full flow of the pipe. The pipe capacity calculations are
below in Table 32.0-2.
KAGY CROSSROADS SUBDIVISION – WATER AND SEWER
DESIGN REPORT
January 22
#210228 8
8-inch PVC Pipe @ 75% Capacity
Pipe Diameter = 8 in
Manning's n= 0.013 (for PVC)
Min. Slope = 0.004 ft/ft
Area = 0.3491 ft2
Perimeter = 2.0944 ft
Hydraulic Radius = 0.1667 ft
Qfull = 0.7643 cfs
Q0.75 = 0.5732 cfs
Q0.75 = 257.3 gpm
Table 32.0-2 – Sanitary Sewer Service Capacity
33.0 Details of Design and Construction
The proposed 8” sanitary sewer main meets the requirements of minimum size and depth for sewer mains.
Buoyancy for the 8” sanitary sewer main is not anticipated to be a problem based on the greater depth of the
existing sewer main that the project is connecting to. No steep slopes are proposed for the sanitary sewer main.
The sanitary sewer main meets the minimum slope requirements for sewer mains. Installation, as well as pipe,
joint and bedding materials will conform to the Montana Public Works Standards and Specifications and the
City of Bozeman Modifications to MPWSS and therefore meet the requirements of Section 33.0 – DEQ
Circular 2.
34.0 Manholes
The proposed manholes meet the minimum requirements for location, diameter, flow channel and bench
geometry and water tightness. 7.5’ deep manholes are anticipated to be the worst-case scenario for this project.
The manholes will be installed per the Montana Public Works Standards and Specifications and the City of
Bozeman Modifications to the MPWSS and therefore meet the requirements of Section 34 – DEQ Circular 1.
35.0 Inverted Siphons
No inverted siphons are proposed.
36.0 Sewers in Relation to Streams
No stream crossings are proposed. The project has adequate horizontal separation from any stream.
KAGY CROSSROADS SUBDIVISION – WATER AND SEWER
DESIGN REPORT
January 22
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37.0 Aerial Crossings
No aerial crossings are proposed.
38.0 Protection of Water Supplies
No water supply facilities are located at the subject property.
39.0 Sewer Services and Plumbing
Sewer services and plumbing will conform to local and state plumbing codes.
APPENDIX A
Vicinity Map
APPENDIX B
WaterCAD Results
Scenario: BaseP-20P-1P-19P-18P-22P-17P-15P-12P-8P-7P-6P-3J-13J-12HYD #1J-10J-9J-8J-7J-6J-5J-4J-3J-2J-1DJ#3J-20DJ#4J-18DJ#2DJ#1J-15J-14EX. HYD. #1557R-1Color Coding LegendPipe: Diameter (in)<= 4.0<= 6.0<= 8.0<= 99.0OtherPage 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-16661/4/2022WaterCAD[10.03.05.05]Bentley Systems, Inc. Haestad Methods Solution Center210228 - Water Model.wtg
FlexTable: Pipe Table
Minor Loss
Coefficient
(Derived)
Length
(User
Defined)
(ft)
Velocity
(ft/s)
Flow
(gpm)
Hazen-
Williams C
MaterialDiameter
(in)
Stop NodeStart
Node
Length
(Scaled)
(ft)
Label
0.00010.01165150.0PVC99.0EX. HYD.#1557R-110P-1
0.00001.06-165130.0Ductile Iron8.0J-2J-126P-2
2.02001.06-165130.0Ductile Iron8.0J-3J-257P-3
1.190111.88-165130.0Ductile Iron6.0EX. HYD.
#1557J-319P-4
0.20001.06165130.0Ductile Iron8.0J-4J-156P-5
1.67001.06165130.0Ductile Iron8.0J-5J-467P-6
0.20000.64100130.0Ductile Iron8.0J-6J-516P-7
0.80000.64100130.0Ductile Iron8.0J-7J-6107P-8
0.35000.64100130.0Ductile Iron8.0J-8J-75P-9
0.00000.2640130.0Ductile Iron8.0J-9J-867P-10
0.74000.1422130.0Ductile Iron8.0J-10J-992P-11
1.67000.000130.0Ductile Iron6.0HYD #1J-1021P-12
0.00000.1422130.0Ductile Iron8.0J-12J-1054P-13
0.00000.24-38130.0Ductile Iron8.0J-13J-125P-14
0.00000.42-65130.0Ductile Iron8.0J-14J-13151P-15
0.00000.42-65130.0Ductile Iron8.0J-15J-14202P-16
0.00000.42-65130.0Ductile Iron8.0J-5J-1546P-17
2.08001.5360130.0Ductile Iron4.0DJ#1J-851P-18
2.08000.4518130.0Ductile Iron4.0DJ#2J-961P-19
0.00001.5360130.0Ductile Iron4.0J-18J-12116P-20
0.00001.5360130.0Ductile Iron4.0DJ#4J-1850P-21
0.00000.7128130.0Ductile Iron4.0J-20J-1355P-22
0.00000.7128130.0Ductile Iron4.0DJ#3J-2047P-23
Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-
755-1666
1/4/2022
WaterCAD
[10.03.05.05]Bentley Systems, Inc. Haestad Methods Solution Center210228 - Water Model.wtg
FlexTable: Junction Table
Pressure
(Calculated
Residual)
(psi)
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
LabelID
(N/A)805,104.3604,918.75J-133
(N/A)805,104.3804,918.60J-234
(N/A)815,104.4504,918.25J-336
(N/A)805,104.3204,918.75J-439
(N/A)805,104.2504,919.00J-541
(N/A)805,104.2404,918.75J-643
(N/A)795,104.2104,920.75J-745
(N/A)795,104.2004,920.75J-847
(N/A)795,104.2004,921.32J-949
(N/A)795,104.2004,922.63J-1051
20795,104.2004,922.45HYD #153
(N/A)785,104.2004,923.03J-1255
(N/A)795,104.2004,920.50J-1357
(N/A)785,104.2204,923.50J-1459
(N/A)805,104.2404,919.40J-1561
(N/A)795,103.98604,921.92DJ#164
(N/A)785,104.18184,923.42DJ#266
(N/A)785,103.8604,922.95J-1868
(N/A)775,103.71604,924.75DJ#470
(N/A)785,104.1604,922.85J-2072
(N/A)785,104.13284,924.75DJ#374
Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-
755-1666
1/4/2022
WaterCAD
[10.03.05.05]Bentley Systems, Inc. Haestad Methods Solution Center210228 - Water Model.wtg
Fire Flow Node FlexTable: Fire Flow Report
Junction w/
Minimum
Pressure (Zone)
Pressure
(Calculated
Residual)
(psi)
Pressure
(Residual Lower
Limit)
(psi)
Flow (Total
Available)
(gpm)
Flow (Total
Needed)
(gpm)
Fire Flow
(Available)
(gpm)
Fire Flow
(Needed)
(gpm)
Label
DJ#420202,5161,5002,5161,500HYD #1
Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-
755-1666
1/4/2022
WaterCAD
[10.03.05.05]Bentley Systems, Inc. Haestad Methods Solution Center210228 - Water Model.wtg
FlexTable: Pump Table
Pump Head
(ft)
Flow (Total)
(gpm)
Hydraulic Grade
(Discharge)
(ft)
Hydraulic Grade
(Suction)
(ft)
Status
(Initial)
Pump DefinitionElevation
(ft)
Label
186.041655,104.544,918.50OnExisting Hydrant #15574,918.50EX. HYD. #1557
Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-
755-1666
1/4/2022
WaterCAD
[10.03.05.05]Bentley Systems, Inc. Haestad Methods Solution Center210228 - Water Model.wtg
Pump Definition Detailed Report: Existing Hydrant #1557
Element Details
76ID Notes
Existing
Hydrant
#1557
Label
Pump Curve
Head(ft)Flow(gpm)
187.430
186.67200
185.58400
184.20600
182.54800
180.621,000
178.451,200
176.051,400
173.401,600
170.541,800
167.422,000
164.122,200
160.592,400
156.832,600
152.882,800
148.713,000
144.353,200
139.783,400
135.003,600
129.993,800
124.784,000
119.354,200
113.724,400
107.884,600
101.864,800
95.615,000
89.195,200
82.555,400
75.695,600
68.655,800
61.416,000
53.986,200
46.346,400
38.496,600
30.486,800
22.257,000
13.857,200
5.247,400
Pump Efficiency Type
Page 1 of 276 Watertown Road, Suite 2D Thomaston, CT
06787 USA +1-203-755-1666
1/4/2022
WaterCAD
[10.03.05.05]
Bentley Systems, Inc. Haestad Methods Solution
Center210228 - Water Model.wtg
Pump Definition Detailed Report: Existing Hydrant #1557
Pump Efficiency Type
Best
EfficiencyPointPump Efficiency Type
%100.0Motor Efficiency
%100.0BEP Efficiency FalseIs Variable Speed Drive?
gpm0BEP Flow
Transient (Physical)
lb·ft²0.000Inertia (Pump and Motor)SI=25,
US=1280Specific Speed
rpm0Speed (Full)TrueReverse Spin Allowed?
Page 2 of 276 Watertown Road, Suite 2D Thomaston, CT
06787 USA +1-203-755-1666
1/4/2022
WaterCAD
[10.03.05.05]
Bentley Systems, Inc. Haestad Methods Solution
Center210228 - Water Model.wtg
1
Drew Kirsch
From:Erin Shane <Eshane@BOZEMAN.NET>
Sent:Friday, March 26, 2021 4:20 PM
To:Drew Kirsch
Subject:W. Kegy Flow Data
Drew,
The results of the fire flow test you requested are as follows: Static – 85, Residual – 80, Pitot – 68 flowing 1385 GPM on a
2.5” nozzle. The test was performed at W. Kegy / Stockman Way on 3/26/2021. Have a great weekend!
From: Drew Kirsch <dkirsch@chengineers.com>
Sent: Friday, March 19, 2021 11:10 AM
To: Erin Shane <Eshane@BOZEMAN.NET>; Lance Lehigh <llehigh@BOZEMAN.NET>
Cc: Thomas Brown <TBrown@locatiarchitects.com>
Subject: Hydrant Flow Data
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Hi Erin and Lance,
We are looking at starting a site plan project on the southwest corner of Kagy and 19th. Could you possibly provide
hydrant flow data for hydrants #1557, #2681, and #2065 in this area? Attached below is a screen capture showing the
area. Thanks!
2
Thanks,
Drew Kirsch, E.I.
Upcoming Out of Office – March 22nd-March 26th, 2021
www.chengineers.com
3
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